JPH07189377A - Lath affixing structure wall body - Google Patents

Lath affixing structure wall body

Info

Publication number
JPH07189377A
JPH07189377A JP35362993A JP35362993A JPH07189377A JP H07189377 A JPH07189377 A JP H07189377A JP 35362993 A JP35362993 A JP 35362993A JP 35362993 A JP35362993 A JP 35362993A JP H07189377 A JPH07189377 A JP H07189377A
Authority
JP
Japan
Prior art keywords
lath
resin plate
foamed resin
net
lath net
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP35362993A
Other languages
Japanese (ja)
Inventor
Yukio Fukazawa
幸雄 深沢
Tamotsu Kawai
保 河合
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kanegafuchi Chemical Industry Co Ltd
Original Assignee
Kanegafuchi Chemical Industry Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kanegafuchi Chemical Industry Co Ltd filed Critical Kanegafuchi Chemical Industry Co Ltd
Priority to JP35362993A priority Critical patent/JPH07189377A/en
Publication of JPH07189377A publication Critical patent/JPH07189377A/en
Pending legal-status Critical Current

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  • Building Environments (AREA)
  • Laminated Bodies (AREA)

Abstract

PURPOSE:To prevent dewing by embedding a reinforcing material in a foam resin slab, at the same time arranging a lath net on one side of the foam resin slab, and connecting it to the reinforcing material at predetermined intervals. CONSTITUTION:A reinforcing material 20 consisting of a latticelike wire net 21 and a number of projections 22 of steel wires welded so as to protrude sideways is embedded in a foam resin slab 10, and a lath net 30 consisting of slender steel wires is arranged on one side of the foam resin slab 10, and is weldingly fixed at the vicinity of the tip of the projections 22 of the reinforcing material 20. In addition, at the back of the lath net 30, spacers 31 consisting of steel bars are weldingly fixed between the lath net 30 and the foam resin slab 10 at predetermined intervals (t), and a wall is formed by spraying mortar. Accordingly, as the mortar spreads over to the back portion of the late net 30, the peeling off of the mortar can be prevented.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は発泡樹脂板及びラス網を
備え、立設後にモルタルを吹き付ければ戸建て住宅等の
建築物の壁として完成するラス張り構造壁体に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a lath-structured wall body provided with a foamed resin plate and a lath net, which is completed as a wall of a building such as a detached house by spraying mortar after standing.

【0002】[0002]

【従来の技術】従来、建築物の壁を施工する場合、例え
ば適宜間隔で支柱を立設し、これにベニヤ板を打ち付
け、その外側にラス網を取り付けてモルタルを吹き付け
ると共に、上記ベニヤ板の内側に断熱用にグラスウール
を展着する方法が広く知られている。
2. Description of the Related Art Conventionally, in the case of constructing a wall of a building, for example, columns are erected at appropriate intervals, a plywood is struck on the columns, a lath net is attached to the outside of the columns, and mortar is sprayed on the columns. The method of spreading glass wool for heat insulation is widely known.

【0003】[0003]

【発明が解決しようとする課題】しかし、上記従来の方
法によれば、温度差によってベニヤ板の内側に結露が生
じると、グラスウールが徐々にこの結露を吸収して変質
してしまい、数年経てば断熱材として機能しなくなると
いう不具合が生じる。また施工工数が多いという欠点も
ある。そこで、発泡樹脂板の両側面に間隔をおいて直径
2〜4mm程度の鋼線で組まれた格子状金網を位置さ
せ、発泡樹脂板を貫通する多数の梁状金網材によって2
枚の格子状金網を溶接固定して壁体を構成し、この壁体
を立設して両側にモルタルを吹き付けて壁を施工する方
法を採用することが考えられ、この方法によれば結露が
生じないし、その自立性から施工が容易で工数を低減で
き、完成した壁の強度も高いものになる(例えば特開平
5ー230897号公報参照)。
However, according to the above-mentioned conventional method, when dew condensation occurs on the inside of the plywood plate due to a temperature difference, the glass wool gradually absorbs this dew condensation and deteriorates. There is a problem that it does not function as a heat insulating material. There is also the drawback that the number of construction steps is large. Therefore, a grid-like wire mesh made up of steel wires having a diameter of about 2 to 4 mm is positioned on both sides of the foamed resin plate, and a large number of beam-shaped wire mesh members penetrating the foamed resin plate are used to
It is conceivable to adopt a method of constructing a wall body by welding and fixing a sheet of grid-like wire mesh, and erecting this wall body and spraying mortar on both sides to construct a wall. It does not occur, the construction is easy because of its self-sustaining property, the number of steps can be reduced, and the strength of the completed wall is high (see, for example, JP-A-5-230897).

【0004】ところが、このように金網付き発泡樹脂板
にモルタルを吹き付ける方法では、その構造上どうして
も壁が分厚くなって戸建て住宅の壁に採用するには不向
きであると共にコストも高くつく。またモルタル表面に
格子状金網の形状に応じて凹凸が浮き出る性質を有する
ため、どうしても仕上げ作業が必要になり、それだけ手
間がかかるという問題を有している。
However, such a method of spraying mortar onto the foamed resin plate with a wire mesh is not suitable for use as a wall of a detached house because of its structure, and the cost is high. In addition, since the mortar surface has a property that irregularities are raised according to the shape of the lattice-shaped wire net, there is a problem that finishing work is inevitably required and it takes much labor.

【0005】本発明は、このような点に着目してなされ
たものであり、その目的とするところは、発泡樹脂板及
びラス網を組み合わせ且つこれらを補強材を介して強固
に一体化することにより、断熱性を確保しながら結露対
策が施せると共に、自立性を確保して施工工数が低減で
き且つ壁の強度も高め、さらに薄壁の施工が実現できる
と共にモルタルを均一な厚さで付着させて仕上げ塗りを
不要にできる壁体を低コストで提供することにある。
The present invention has been made by paying attention to such a point, and an object thereof is to combine a foamed resin plate and a lath net and firmly integrate them through a reinforcing material. This makes it possible to take measures against dew condensation while ensuring heat insulation, as well as ensuring independence, reducing the number of construction steps and increasing the strength of the wall, and also realizing the construction of thin walls and attaching mortar with a uniform thickness. It is to provide a wall body that does not require finishing coating at low cost.

【0006】その場合、モルタルの付着力をできるだけ
高めてモルタルが剥離しないようにする必要が生じる。
そこで本発明では、ラス網の取付け構造を工夫してモル
タルの付着力を可及的に高めることも目的としている。
In this case, it is necessary to increase the adhesive force of the mortar as much as possible so that the mortar does not peel off.
In view of this, the present invention also aims to improve the attachment force of the mortar by devising the lath net attachment structure.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するた
め、請求項1のラス張り構造壁体は、発泡樹脂板の内部
に補強材を埋設すると共に上記発泡樹脂板の一側面にラ
ス網を配置し、このラス網と発泡樹脂板との間に所定の
間隔があくようにラス網を上記補強材に連結する構成で
ある。
In order to achieve the above object, the lath-clad structure wall body according to claim 1 has a reinforcing material embedded inside the foamed resin plate and a lath net on one side of the foamed resin plate. It is arranged such that the lath net is connected to the reinforcing member so that a predetermined space is provided between the lath net and the foamed resin plate.

【0008】また、請求項2のラス張り構造壁体は、上
記構成においてラス網が側面にスペーサを固定してお
り、ラス網がこのスペーサにおいて発泡樹脂板に接触し
ている構成である。
According to a second aspect of the present invention, in the above-mentioned construction, the lath-clad structure wall body has a construction in which the lath net has spacers fixed to the side surfaces, and the lath net is in contact with the foamed resin plate at this spacer.

【0009】さらに、請求項3のラス張り構造壁体は、
請求項2の構成において補強材がスペーサから延びて発
泡樹脂板を厚さ方向に貫通するピンである構成とした。
Further, the lath structure wall of claim 3 is
In the structure of claim 2, the reinforcing member is a pin extending from the spacer and penetrating the foamed resin plate in the thickness direction.

【0010】また、請求項4のラス張り構造壁体は請求
項1の構成において発泡樹脂板の側面に複数の突起が一
体成型されており、ラス網がこの突起において発泡樹脂
板に接触している構成である。
In the lath-clad structure wall body according to a fourth aspect of the present invention, a plurality of protrusions are integrally formed on the side surface of the foamed resin plate in the structure of the first aspect, and the lath net contacts the foamed resin plate at the protrusions. It has a structure.

【0011】[0011]

【作用】請求項1〜4のラス張り構造壁体は、ラス網に
モルタルを吹き付けて壁を施工した場合、発泡樹脂板を
使用するから結露が生じることがなく変質せずに断熱性
が持続して発揮される。また補強材を介して発泡樹脂板
及びラス網が強固に一体化されるから剛性が向上し、自
立性が得られて施工工数が減ると共に壁強度が向上し、
しかもラス網が外れない。さらに発泡樹脂板に対し、格
子状金網等よりも遥かに薄いラス網が付くので、薄壁で
も施工可能である。また格子状金網等よりも目の細かい
ラス網を使用するからモルタルがほぼ均一な厚さで付着
する。
In the lath-clad structure wall body according to claims 1 to 4, when the wall is constructed by spraying mortar onto the lath net, since a foamed resin plate is used, dew condensation does not occur and the heat insulating property is maintained without deterioration. Will be demonstrated. Further, since the foamed resin plate and the lath net are firmly integrated through the reinforcing material, the rigidity is improved, the self-supporting property is obtained, the number of construction steps is reduced, and the wall strength is improved.
Moreover, the lath net does not come off. Further, since a lath net much thinner than the lattice-like metal net is attached to the foamed resin plate, it is possible to apply even a thin wall. Further, since a lath net having a finer mesh than that of a grid-like wire net is used, the mortar adheres with a substantially uniform thickness.

【0012】そして、ラス網と発泡樹脂板との間に所定
の間隔が確保されるから、ラス網の背部にまでモルタル
が行きわたってラス網に強固に取り付き、モルタルが剥
離しない。
Since a predetermined space is secured between the lath net and the foamed resin plate, the mortar does not reach the back of the lath net and firmly attaches to the lath net, so that the mortar does not peel off.

【0013】この間隔は請求項2及び3ではスペーサに
より、請求項4では発泡樹脂板の突起によりそれぞれ確
保される。
This space is secured by the spacer in claims 2 and 3, and by the projection of the foamed resin plate in claim 4.

【0014】[0014]

【実施例】以下、実施例を説明する。図1は本発明に係
るラス張り構造壁体の第1実施例を示す。同図において
10は発泡樹脂板であって、この発泡樹脂板10の内部
に補強材20が埋設されている。すなわち、この補強材
20は格子状金網21と、この格子状金網21から側方
へ突出するよう溶接された鋼線製の多数の突起22とか
らなり、この突起22の先端が発泡樹脂板10から突き
出ている。
EXAMPLES Examples will be described below. FIG. 1 shows a first embodiment of a lath structure wall according to the present invention. In the figure, reference numeral 10 denotes a foamed resin plate, and a reinforcing material 20 is embedded inside the foamed resin plate 10. That is, the reinforcing member 20 is composed of a grid-shaped wire net 21 and a large number of steel wire projections 22 welded so as to project laterally from the grid-shaped wire net 21, and the tips of the projections 22 are formed on the foamed resin plate 10. Sticking out from.

【0015】上記発泡樹脂板10の一側面(図1では左
側の面)に細い鋼線で編んだ公知のラス網30が配置さ
れ、上記突起22の先端付近に溶接により固定されてい
る。そして、このラス網30の背面には鉄筋よりなるス
ペーサ31が溶接により固定されている。このスペーサ
31は水平方向に延び且つ上下に一定間隔をあけて配置
されている。従ってラス網30がスペーサ31において
発泡樹脂板10に接触しており、スペーサ31によって
ラス網30と発泡樹脂板10との間に所定の間隔「t」
が確保されている。
A known lath net 30 woven with a thin steel wire is arranged on one side surface (the left side surface in FIG. 1) of the foamed resin plate 10 and is fixed to the vicinity of the tip of the projection 22 by welding. A spacer 31 made of a reinforcing bar is fixed to the back surface of the lath net 30 by welding. The spacers 31 extend in the horizontal direction and are vertically arranged at regular intervals. Therefore, the lath net 30 is in contact with the foamed resin plate 10 at the spacer 31, and the spacer 31 causes the predetermined distance “t” between the lath net 30 and the foamed resin plate 10.
Is secured.

【0016】上記第1実施例のラス張り構造壁体を用い
た壁の施工方法であるが、基本的にはラス張り構造壁体
を図1に示すように立設し、図2に示すように上記ラス
張り構造壁体のラス網側にモルタルmを吹き付けること
により完了する。あとは必要に応じてモルタル表面に塗
料を塗布したり、或いは反ラス網側の発泡樹脂板表面に
壁紙を貼ることなど自在に処理すればよい。
The wall construction method using the lath-clad structure wall body of the first embodiment is basically as follows. Basically, the lath-clad structure wall body is erected as shown in FIG. 1 and as shown in FIG. It is completed by spraying mortar m onto the lath net side of the lath-clad structure wall. After that, if necessary, coating may be applied to the surface of the mortar, or wallpaper may be attached to the surface of the foamed resin plate on the side opposite to the lath net.

【0017】従って、上記第1実施例のラス張り構造壁
体においては、壁を施工した場合、発泡樹脂板10を使
用するから結露が生じることがなく変質せずに断熱性が
持続して発揮される。また補強材20を介して発泡樹脂
板10及びラス網30が強固に一体化されるから剛性が
向上する。このため、ラス張り構造壁体に自立性が得ら
れて、壁体を簡単に立設できて施工工数が減る上、施工
後の壁強度が向上する。しかも単にコ字状の止め金を発
泡樹脂板に打ち込むことによりラス網を固定するような
方法に比べれば、発泡樹脂板10とラス網30の結合力
が非常に強いから、ラス網30が外れることがない。さ
らに発泡樹脂板10に対し、格子状金網等よりも遥かに
薄いラス網30が付く構成であるから、壁の厚みを薄く
することができ、従って薄壁でも施工が可能である。ま
た格子状金網等よりも目の細かいラス網30を使用する
からモルタルmがほぼ均一な厚さで付着し、仕上げ作業
が不要になって施工が楽である。さらに格子状金網付き
発泡樹脂板等に比べれば製造コストが安い。
Accordingly, in the lath-clad structure wall body of the first embodiment, when the wall is constructed, since the foamed resin plate 10 is used, dew condensation does not occur and the heat insulating property is continuously exhibited without deterioration. To be done. Further, since the foamed resin plate 10 and the lath net 30 are firmly integrated through the reinforcing material 20, the rigidity is improved. For this reason, the lath-structured wall body is provided with self-supporting property, the wall body can be easily erected, the number of construction steps is reduced, and the wall strength after construction is improved. Moreover, since the binding force between the foam resin plate 10 and the lath net 30 is very strong, the lath net 30 comes off as compared with the method of fixing the lath net by simply driving the U-shaped stopper plate into the foam resin plate. Never. Further, since the lath net 30 which is much thinner than the lattice-shaped metal net or the like is attached to the foamed resin plate 10, the thickness of the wall can be made thin, and therefore even a thin wall can be constructed. Further, since the lath net 30 having a finer mesh than the lattice-shaped metal net is used, the mortar m adheres with a substantially uniform thickness, and the finishing work becomes unnecessary and the construction is easy. Further, the manufacturing cost is lower than that of a foamed resin plate with a lattice-shaped wire mesh.

【0018】そして、スペーサ31によってラス網30
と発泡樹脂板10との間に所定の間隔「t」が確保され
るから、ラス網30の背部にまでモルタルmが行きわた
ってラス網30に強固に取り付き、モルタルmが剥離し
ない。
Then, the lath net 30 is provided by the spacer 31.
Since a predetermined distance “t” is secured between the lath net 30 and the foamed resin plate 10, the mortar m does not reach the back of the lath net 30 and firmly attach to the lath net 30 and the mortar m does not peel off.

【0019】図3は第2実施例のラス張り構造壁体を示
す。第1実施例はラス網として細い鋼線で編んだ公知の
ものを使用したが、第2実施例では薄い鋼板に多数のス
リットを入れてスリット間を斜めに起こしてなる鎧戸状
の公知のラス網30’を用いたものであり、その作用、
効果及び施工方法は第1実施例と同様である。
FIG. 3 shows a lath structure wall of the second embodiment. In the first embodiment, a known lath net woven with a thin steel wire is used, but in the second embodiment, a large number of slits are formed in a thin steel plate and diagonally raised between the slits, which is a known lath. Using the net 30 ', its action,
The effect and construction method are the same as in the first embodiment.

【0020】第1実施例では補強材を格子状金網21及
び突起22で構成したが、第3実施例では格子状金網2
1に代えてトラス構造体210を使っている。すなわ
ち、この補強材はトラス構造体210と、このトラス構
造体210から側方に突出する突起22とにより構成さ
れている。このトラス構造体210は、図4に示すよう
に鋼線で組まれた2枚の格子状金網210a、210b
を間隔をおいて配置し、これらを梁状金網材210cに
より連結したものである。上記梁状金網材210cは、
各格子状金網210a、210bの相対向する縦筋を連
結するものが互いに平行になり、且つ横筋の軸方向に沿
っては隣合うものが互いに交差するように配置されてお
り、この構成によってトラス構造体全体として強度を高
くするようにしている。そして、一方の格子状金網21
0aに側方へ突出する鋼線製の突起22が多数溶接され
ており、この突起22の先端が発泡樹脂板10から突き
出ている。
In the first embodiment, the reinforcing member is composed of the grid-like wire net 21 and the projections 22, but in the third embodiment, the grid-like wire net 2 is used.
The truss structure 210 is used instead of 1. That is, the reinforcing member is composed of the truss structure 210 and the protrusion 22 protruding laterally from the truss structure 210. This truss structure 210 includes two grid-like metal nets 210a and 210b assembled with steel wires as shown in FIG.
Are arranged at intervals and are connected by a beam-shaped wire mesh material 210c. The beam-shaped wire mesh material 210c is
The grid-like wire nets 210a and 210b are arranged such that the connecting longitudinally opposite bars are parallel to each other and adjacent ones cross each other along the axial direction of the horizontal bars. The strength of the entire structure is increased. And one grid-shaped wire net 21
A large number of steel wire protrusions 22 protruding laterally are welded to 0a, and the tips of the protrusions 22 protrude from the foamed resin plate 10.

【0021】図5は第4実施例のラス張り構造壁体を示
す。この第4実施例は補強材の構成が第1実施例と異な
っており、スペーサ31から延びて発泡樹脂板10’を
厚さ方向に貫通するピン21’と、このピン21’に螺
合するナット22’とにより補強材20’を構成してい
る。すなわち、各スペーサ31の背部にピン21’が溶
接され、このピン21’の先端にネジ部が形成されてい
る。そして、このピン21’が発泡樹脂板10’の貫通
孔11’を貫通し、その突き出た先端にナット22’が
螺合し、締め付けられている。ここで、発泡樹脂板1
0’の背面にはナット22’を収容可能な凹部が形成さ
れており、ナット22’の締め付け完了時においてピン
21’のネジ部及びナット22’が発泡樹脂板10’に
埋め込まれるようになっている。この第3実施例の作
用、効果及び施工方法は第1実施例と同様である。
FIG. 5 shows a lath structure wall of the fourth embodiment. The fourth embodiment is different from the first embodiment in the structure of the reinforcing material, and a pin 21 'extending from the spacer 31 and penetrating the foamed resin plate 10' in the thickness direction is screwed to this pin 21 '. A reinforcing material 20 'is constituted by the nut 22'. That is, the pin 21 'is welded to the back of each spacer 31 and the threaded portion is formed at the tip of this pin 21'. Then, the pin 21 'penetrates the through hole 11' of the foamed resin plate 10 ', and the nut 22' is screwed and fastened to the protruding tip. Here, the foamed resin plate 1
A recess for accommodating the nut 22 'is formed on the back surface of the 0', and the screw portion of the pin 21 'and the nut 22' are embedded in the foamed resin plate 10 'when the tightening of the nut 22' is completed. ing. The operation, effect and construction method of the third embodiment are the same as those of the first embodiment.

【0022】次に、上記第4実施例のラス張り構造壁体
の製造方法を説明する。まず図6に示すように厚さ方向
に複数の貫通孔11’が形成された発泡樹脂板10’の
側面にスペーサ31及びピン21’の付いたラス網30
を置き、次いでピン21’が貫通孔11’を貫通するよ
うにラス網30を発泡樹脂板10’に近づけ、貫通孔1
1’の反対側からピン21’の先端が突き出ると、これ
にナット22’を螺合して締め付け、これによって製造
が完了する。ここで、発泡樹脂板10’の貫通孔11’
は発泡樹脂板10’の成型段階で抜きピンで同時成型す
るようにすれば、後加工で穿孔する方法に比べて加工工
数が省けてよい。
Next, a method of manufacturing the lath-structured wall of the fourth embodiment will be described. First, as shown in FIG. 6, a lath net 30 having spacers 31 and pins 21 'on the side surface of a foamed resin plate 10' having a plurality of through holes 11 'formed in the thickness direction.
And then place the lath net 30 close to the foamed resin plate 10 'so that the pin 21' penetrates the through hole 11 '.
When the tip of the pin 21 'protrudes from the side opposite to 1', the nut 22 'is screwed into and tightened with the pin 21', thereby completing the manufacturing. Here, the through hole 11 'of the foamed resin plate 10'
When the foamed resin plate 10 'is molded at the same time with a punch pin in the molding step, the number of processing steps may be reduced as compared with the method of punching in the post-processing.

【0023】次に第5実施例のラス張り構造壁体を説明
する。この第5実施例はピン先端の係止構造が第4実施
例と異なる。すなわち、このピン21’’は先端にネジ
部がなく、発泡樹脂板10’’を貫通して突き出た先端
にストッパ22’’が溶接されている。この第5実施例
の作用、効果及び施工方法もまた第1実施例と同様であ
る。ただし製造方法は第4実施例の場合と異なってい
る。すなわち、図7に示すように貫通孔があいていない
発泡樹脂板10’’の側面にスペーサ31及びピン2
1’’の付いたラス網30を置き、このときピン2
1’’の先端を発泡樹脂板10’’の溶融温度程度まで
加熱しておく。そしてピン21’’を発泡樹脂板1
0’’に押し当てていき、ピン21’’が発泡樹脂板1
0’’を溶かして貫通してしまうと、その先端にストッ
パ22’’を溶接する。この製造方法によれば発泡樹脂
板10’’に貫通孔を予め穿設する必要がない。
Next, the lath structure wall of the fifth embodiment will be described. The fifth embodiment is different from the fourth embodiment in the pin tip locking structure. That is, this pin 21 '' has no threaded portion at its tip, and the stopper 22 '' is welded to the tip protruding through the foamed resin plate 10 ''. The operation, effect and construction method of the fifth embodiment are also the same as those of the first embodiment. However, the manufacturing method is different from that of the fourth embodiment. That is, as shown in FIG. 7, the spacer 31 and the pin 2 are provided on the side surface of the foamed resin plate 10 ″ having no through hole.
Place the lath net 30 with the 1 "mark, then pin 2
The tip of 1 ″ is heated to about the melting temperature of the foamed resin plate 10 ″. Then, the pin 21 '' is attached to the foamed resin plate 1
Push it to 0 "and pin 21" is foamed resin plate 1
When 0 ″ is melted and penetrated, a stopper 22 ″ is welded to its tip. According to this manufacturing method, it is not necessary to previously form through holes in the foamed resin plate 10 ″.

【0024】図8は第6実施例のラス張り構造壁体を示
す。この第6実施例はラス網と発泡樹脂板との間に間隔
をあけるための構成が異なる。すなわち、第1実施例で
はスペーサ31を用いたが、この第6実施例では発泡樹
脂板10’’’の側面に複数の突起12’’’が一体成
型されており、ラス網30がこの突起12’’’におい
て発泡樹脂板10’’’に接触している。この第5実施
例は、その作用、効果及び施工方法が第1実施例と同様
である。
FIG. 8 shows a lath structure wall of the sixth embodiment. The sixth embodiment is different in the structure for providing a space between the lath net and the foamed resin plate. That is, the spacer 31 is used in the first embodiment, but in the sixth embodiment, the plurality of protrusions 12 '''are integrally formed on the side surface of the foamed resin plate 10''', and the lath net 30 is formed by the protrusions. 12 ″ ″ is in contact with the foamed resin plate 10 ′ ″. The fifth embodiment has the same operation, effect, and construction method as the first embodiment.

【0025】なお、第1実施例〜第5実施例では鉄筋製
のスペーサを設定したが、他にも樹脂製のスペーサやゴ
ム製スペーサが考えられるし、その形状も棒形に限定さ
れるものではなく所定形状のスペーサをラス網背面に島
状に配置するようにしてもよい。また、第4実施例及び
第5実施例ではピンをスペーサに一体化したが、別体に
してもよい。すなわち、複数のピンが発泡樹脂板及びラ
ス網を厚さ方向に貫通して両者を一体化する構成であ
る。そのためには、ピンの基端(図1では左端)にラス
網の目よりも大きい投影面積を有する頭部を一体に設け
る必要がある。さらにピン端部の係止構造としては上記
実施例のようにナット又はストッパに限られるものでは
ない。例えばピンの直径を細くしておき、その先端を折
曲げて係止するようにしてもよい。さらにラス網の数箇
所に集中荷重をかけるなどして突出形成し、この突出部
分を発泡樹脂板に接触させることによりラス網と発泡樹
脂板との間に所定の間隔をあけるようにしてもよい。ま
たストッパは溶接で付けるだけでなく接着剤で付けるよ
うにしてもよい。また、上記実施例では発泡樹脂板の一
側にのみラス網を所定間隔で設けたが、両側に設けても
よい。
In the first to fifth embodiments, the reinforcing bar spacers are set, but other resin spacers or rubber spacers are conceivable, and the shape thereof is also limited to the rod shape. Instead, spacers having a predetermined shape may be arranged on the back surface of the lath net in an island shape. Further, although the pins are integrated with the spacer in the fourth and fifth embodiments, they may be formed separately. That is, a plurality of pins penetrate the foamed resin plate and the lath net in the thickness direction to integrate them. For that purpose, it is necessary to integrally provide a head having a larger projected area than the lath mesh at the base end (left end in FIG. 1) of the pin. Further, the locking structure of the pin end is not limited to the nut or the stopper as in the above embodiment. For example, the diameter of the pin may be reduced and the tip may be bent and locked. Further, a protrusion may be formed by applying a concentrated load to several points of the lath net, and a predetermined space may be provided between the lath net and the foam resin plate by bringing the protruding portion into contact with the foam resin plate. . The stopper may be attached not only by welding but also by an adhesive. Further, in the above-mentioned embodiment, the lath nets are provided only on one side of the foamed resin plate at predetermined intervals, but they may be provided on both sides.

【0026】また補強材は平面状の格子状金網に限ら
ず、これを波形に成型したものでもよい。また格子状金
網及びトラス構造体に限定されるものではなく、例えば
薄い平板に多数のスリットを入れてスリット間を斜めに
起こしてなる鎧戸状のものであってもよい。
Further, the reinforcing material is not limited to a flat lattice-shaped wire mesh, but may be a corrugated one. Further, the present invention is not limited to the lattice-shaped wire netting and the truss structure, and may be, for example, a shutter-like one formed by inserting a large number of slits in a thin flat plate and diagonally raising the slits.

【0027】[0027]

【発明の効果】以上説明したように、本発明のラス張り
構造壁体は発泡樹脂板の内部に補強材を埋設すると共に
上記発泡樹脂板の一側面にラス網を配置し、このラス網
と発泡樹脂板との間に所定の間隔があくようにラス網を
上記補強材に連結したので、ラス網にモルタルを吹き付
けて壁を施工した場合、結露が生じることがなく長期に
わたって断熱性を確保できる上、自立性を確保して施工
を容易にしながら工数を低減でき且つ壁の強度を高くで
き、その上で薄い壁でも施工が可能になって特にスペー
ス確保が求められる戸建て住宅に好適であると共にモル
タル等を一様に付着させて仕上げ作業が不要となって施
工が楽になり、しかも従来の壁体よりも製造コストが大
幅に安くおさまり、更にラス網と発泡樹脂板との間に所
定間隔を確保するからラス網の背部にまでモルタルが行
きわたってラス網に強固に取り付き、モルタルの剥離を
有効に防止することができるものである。
As described above, in the lath-structured wall of the present invention, the reinforcing material is embedded in the foamed resin plate, and the lath net is arranged on one side of the foamed resin plate. Since the lath net is connected to the above-mentioned reinforcing material so that there is a predetermined gap between it and the foamed resin plate, when mortar is sprayed onto the lath net to construct a wall, dew condensation does not occur and long-term heat insulation is secured. In addition to being able to maintain the independence and facilitating the construction, the number of steps can be reduced and the wall strength can be increased, and construction can be performed even on thin walls, which is particularly suitable for detached houses where space is required. Along with this, mortar etc. are evenly applied to make finishing work unnecessary and the construction cost is much lower than the conventional wall body. Furthermore, a predetermined gap is provided between the lath net and the foamed resin plate. Secure Firmly trims the lath over go mortar until the back of Luo lath, in which it is possible to effectively prevent peeling of the mortar.

【0028】上記間隔を形成する具体例として、請求項
2及び3ではスペーサによる構成を、請求項4では発泡
樹脂板の突起による構成をそれぞれ例示することができ
た。
As specific examples of forming the above-mentioned interval, the constitution by the spacers can be exemplified in claims 2 and 3, and the constitution by the protrusions of the foamed resin plate can be exemplified in claim 4, respectively.

【図面の簡単な説明】[Brief description of drawings]

【図1】第1実施例の縦断側面図、FIG. 1 is a vertical sectional side view of a first embodiment,

【図2】第1実施例により施工された壁の縦断側面図、FIG. 2 is a vertical sectional side view of a wall constructed according to the first embodiment,

【図3】第2実施例の縦断側面図、FIG. 3 is a vertical side view of the second embodiment,

【図4】第3実施例のトラス構造体の斜視図、FIG. 4 is a perspective view of a truss structure body according to a third embodiment,

【図5】第4実施例の縦断側面図、FIG. 5 is a vertical sectional side view of the fourth embodiment,

【図6】第4実施例の製造方法においてピンの差し込み
工程を示す縦断側面図、
FIG. 6 is a vertical sectional side view showing a pin inserting step in the manufacturing method of the fourth embodiment;

【図7】第5実施例の製造方法においてピンの押し込み
工程を示す縦断側面図、
FIG. 7 is a vertical sectional side view showing a pin pushing step in the manufacturing method of the fifth embodiment;

【図8】第6実施例の縦断側面図である。FIG. 8 is a vertical sectional side view of a sixth embodiment.

【符号の説明】[Explanation of symbols]

10 発泡樹脂板 20 補強材 30 ラス網 31 スペーサ m モルタル 30’ ラス網 10’ 発泡樹脂板 20’ 補強材 21’ ピン 10’’ 発泡樹脂板 10’’’発泡樹脂板 12’’’突起 10 Foamed Resin Plate 20 Reinforcement Material 30 Lath Net 31 Spacer m Mortar 30 'Lath Net 10' Foamed Resin Plate 20 'Reinforcement Material 21' Pin 10 '' Foamed Resin Plate 10 '' '' Foamed Resin Plate 12 '' '' Projection

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】発泡樹脂板の内部に補強材を埋設すると共
に上記発泡樹脂板の一側面にラス網を配置し、このラス
網と発泡樹脂板との間に所定の間隔があくようにラス網
を上記補強材に連結したことを特徴とするラス張り構造
壁体。
1. A reinforcing material is embedded inside a foamed resin plate, and a lath net is arranged on one side surface of the foamed resin plate, and a lath mesh is provided between the lath net and the foamed resin plate. A lath-clad structure wall body comprising a mesh connected to the reinforcing material.
【請求項2】ラス網が側面にスペーサを固定しており、
ラス網がこのスペーサにおいて発泡樹脂板に接触してい
る請求項1記載のラス張り構造壁体。
2. A lath net has spacers fixed to the side surfaces,
The lath-clad structure wall body according to claim 1, wherein the lath net is in contact with the foamed resin plate at the spacer.
【請求項3】補強材がスペーサから延びて発泡樹脂板を
厚さ方向に貫通するピンである請求項2記載のラス張り
構造壁体。
3. The lath structure wall body according to claim 2, wherein the reinforcing material is a pin extending from the spacer and penetrating the foamed resin plate in the thickness direction.
【請求項4】発泡樹脂板の側面に複数の突起が一体成型
されており、ラス網がこの突起において発泡樹脂板に接
触している請求項1記載のラス張り構造壁体。
4. The lath-clad structure wall body according to claim 1, wherein a plurality of protrusions are integrally formed on the side surface of the foamed resin plate, and the lath net contacts the foamed resin plate at the protrusions.
JP35362993A 1993-12-27 1993-12-27 Lath affixing structure wall body Pending JPH07189377A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35362993A JPH07189377A (en) 1993-12-27 1993-12-27 Lath affixing structure wall body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35362993A JPH07189377A (en) 1993-12-27 1993-12-27 Lath affixing structure wall body

Publications (1)

Publication Number Publication Date
JPH07189377A true JPH07189377A (en) 1995-07-28

Family

ID=18432144

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35362993A Pending JPH07189377A (en) 1993-12-27 1993-12-27 Lath affixing structure wall body

Country Status (1)

Country Link
JP (1) JPH07189377A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111456289A (en) * 2020-05-16 2020-07-28 云南浩如环保科技有限公司 Construction method of assembled steel mesh integrated composite wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111456289A (en) * 2020-05-16 2020-07-28 云南浩如环保科技有限公司 Construction method of assembled steel mesh integrated composite wall

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